D. CHECKLIST OF NONSTRUCTURAL SEISMIC HAZARDS

Size: px
Start display at page:

Download "D. CHECKLIST OF NONSTRUCTURAL SEISMIC HAZARDS"

Transcription

1 D. CHECKLIST OF NONSTRUCTURAL SEISMIC HAZARDS This checklist is intended to be used in surveying buildings to assess whether the nonstructural elements (architectural, MEP, FF&E, or contents) pose a danger to the building occupants or are likely to cause financial loss or interruption following an earthquake. This checklist of nonstructural hazards is intended for use in areas where seismic hazards are a significant concern. Review the discussion in Section 1.3 for the applicability of these nonstructural guidelines and the sidebar in Section for rules regarding exemptions from the nonstructural provisions in ASCE/SEI 7-10 Minimal Design Loads for Buildings and Other Structures (ASCE, 2010) that apply to new construction. The form includes eight columns marked as follows: ITEM NO.: ID number to indicate the type of component (architectural, MEP, FF&E or contents) and the subgroup. These numbers are based on the section or subsection in this text and as shown in the tables in Chapter 6. COMPONENT NAME(S): or description of item. PRINCIPAL CONCERNS: List of problems often associated with this type of item such as falling hazard, water or fuel leakage, broken glass. These concerns should be taken into account when answering the checklist questions. For example, the primary concern for adhered veneer is that it may pose a falling hazard. If a facility has adhered veneer, but only at the base of the building below 6 ft, then this might be checked Compliance, if the purpose of the survey is to identify life safety hazards or might be rated Noncompliance, if the survey is also intended to help control property damage and limit losses. EXAMPLE: Example number. All examples, which contain photos and detailed drawings when applicable, can be found in Chapter 6. COMPLIANCE (C): The questions in this form have been stated in such a way that an affirmative answer indicates that the item is not likely to pose a nonstructural hazard. NONCOMPLIANCE (NC): The questions in this checklist are stated in such a way that the answer "No" or Unknown indicates that the component may be noncompliant and likely to pose a nonstructural earthquake hazard. All of the noncompliant components should be entered as individual line items on the facility inventory form in Appendix A. Comments should FEMA E-74 D: Checklist of Nonstructural Hazards Page D-1

2 be entered in the survey form noting the location, condition, presence or absence of anchorage details, proximity to other hazardous items, issues with secondary damage such as leaks or hazardous materials release, and whether the component in question is important for ality of the facility. NOT APPLICABLE (N/A): This column should be checked if none of the listed items are present and has been included, so that it is clear that the item was not missed or overlooked when performing the survey. CHECKLIST QUESTIONS: Questions are all Yes-No questions, which are answered by checking the appropriate box from among the previous three columns. FEMA E-74 D: Checklist of Nonstructural Hazards Page D-2

3 6.3 Architectural s Exterior Wall s [Exterior falling hazards are a primary concern, especially items situated above 10 feet and items that may fall over exits, walkways, or sidewalks.] Adhered veneer Falling hazard Is the adhered veneer adequately attached to the structure? [This includes relatively thin sections of tile, masonry, stone, terra cotta, ceramic tile, glass mosaic units, stucco, or similar materials attached to a structural wall or framework by means of an adhesive]. Based on visual observations and/or tapping, is the veneer free of cracked or loose sections that may fall during an earthquake? Anchored veneer Falling hazard Is the anchored veneer adequately attached to the structure? [This includes thicker masonry, stone, or stone slab units that are attached to the structure by mechanical anchors]. Is the masonry or other veneer supported by shelf angles or other elements at each floor? Is the masonry or other veneer connected to a structural back-up wall at adequate spacing? Has the veneer been adequately maintained? Are the anchors in good condition, free of significant corrosion, and inspected regularly? Prefabricated panels Falling hazard, damage to panels and connections, broken glass Were the panels and connections designed by an architect or engineer to accommodate the expected seismic distortion of the surrounding structure? Are prefabricated cladding panels detailed to allow relative movement between the panel and the structure? Are prefabricated panels supported for vertical loads with at least two connections per panel? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-3

4 Are prefabricated panels supported for out-ofplane loads with at least four connections per panel? Have the panels been adequately maintained? Are the panel connections in good condition, free of significant corrosion, and inspected regularly? Are there adequate separations between panels so they will not come into contact with each other during an earthquake? Glazing Falling Is it known that the glazing was designed by an exterior wall hazard, architect or engineer to accommodate the system broken glass expected seismic distortion of the surrounding structure? Do large window panes and storefront windows have safety glass? [All exterior glazing should be laminated, annealed or laminated heatstrengthened safety glass or other glazing system that will remain in the frame when the glass is cracked. This is particularly important for glazing located over 10 feet above an exterior walking surface]. Glass blocks Falling Are partial-height glass block walls laterally hazard, braced to the structure? broken glass Is the glass block reinforced with panel anchors and panel reinforcing wire? Overhead Falling Are transoms (glass panes over doors) made of glazing or hazard, safety glass? skylights broken glass Are skylights made of safety glass or covered with shatter-resistant film? Are large panes made of safety glass or is it known whether the glazing assembly was designed by an architect or engineer to accommodate the expected seismic distortion of the surrounding structure? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-4

5 6.3.2 Partitions Heavy Falling hazard; collapse or spalling with debris in exitways; large cracks often mistaken for structural damage Are block wall partitions reinforced? [This would include concrete masonry unit (CMU), brick, and hollow clay tile partitions. Most brick and hollow clay tile walls in pre-1933 buildings in California are unreinforced; unreinforced masonry partitions may still be found in current construction in other parts of the country.] Are unreinforced masonry walls braced at regular intervals? [In zones of low and moderate seismicity, are partitions braced at 10 foot intervals or less? In zones of high seismicity, are partitions braced at 6 foot intervals or less?] Are full-height CMU partitions detailed to allow sliding at the top? Light Cracking of plaster or gypsum board; costly to patch and paint Are partial-height stud wall partitions braced to the structure above the ceiling line? Are full-height stud wall partitions detailed to allow sliding at the top? If partitions as lateral support for tall shelving or other nonstructural components, are these partitions adequately anchored or braced to the structure above the ceiling line? Glazed Broken glass Are interior glazed or glass block partitions laterally braced to the structure? Interior Veneers Stone and tile Falling hazard, debris in exitways Is the adhered veneer adequately attached to the structure? Is the anchored veneer adequately attached to the structure? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-5

6 6.3.4 Ceilings, Soffits Suspended acoustic lay-in tile ceiling Dropped acoustical tiles, perimeter damage, separation of runners and cross runners; falling hazard if grid and lights come down Does the suspended ceiling have adequate diagonal bracing wires and compression struts to support seismic loads from the ceiling grid plus all lay-in items that do not have independent lateral supports? If the ceiling supports lay-in lighting or diffusers, do the lay-in items all have independent vertical supports consisting of wires located at least at two diagonally opposite corners? Do lay-in fixtures weighing over 50 pounds additionally have independent lateral bracing wires at all four corners? If located in a high seismic zone, is the suspended ceiling supported by a heavy duty ceiling grid with adequate capacity and does the grid include supplemental hanger wires at light fixtures or other mechanical items? Directly applied to structure Falling hazard Are decorative ceiling panels and/or latticework securely attached, particularly beneath exterior eves over exits? Are decorative finishes and/or latticework on beam soffits or beneath exterior eves securely attached, particularly over exits? For plaster ceilings or stucco soffits, is the wire mesh or wood lath securely attached to the structural framing above? Is the plaster or stucco in good condition and not deteriorated by water damage or corrosion? Suspended heavy ceilings Falling hazard If the suspended gypsum board ceiling extends over more than one level, does the suspended ceiling system have adequate diagonal bracing? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-6

7 Is the suspended wire mesh or wood lath securely attached to the structural framing above? Is the plaster ceiling in good condition and not deteriorated by water damage? Parapets, Appendages, Roof Tiles Unreinforced masonry parapet Falling hazard Are unreinforced masonry parapets adequately braced? [If there is a local parapet ordinance, is it known if the bracing complies with the local ordinance?] Parapets, cornices, appendages Falling hazard Are parapets and cornices reinforced and adequately braced? Do other decorative elements and appendages have positive anchorage to the building? Are hanging appendages braced or secured with a safety cable? Canopies, Marquees, Signs Canopy, Marquees, Signs Falling hazard Are cantilevered elements braced to the structure with steel shapes, not chains, to provide restraint and prevent bouncing? Are exterior signs or billboards adequately braced and anchored? Are interior signs securely attached with positive connections? Flagpoles Falling hazard Are flagpoles securely attached to the structure? Chimneys and Stacks Unreinforced masonry chimney Falling hazard Is the brick chimney restrained with braces to the roof near the top of the chimney? Is the brick chimney anchored near the roof line? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-7

8 Stacks Falling hazard Are stacks anchored to the supports or foundation by means of anchor bolts of adequate length and double nuts? Stairways Stairways Do steel stairs in multistory buildings have sliding supports at one end that can accommodate the anticipated interstory displacements? Have any unreinforced masonry partitions, piping, or lighting in stairwells been removed, strengthened, encapsulated or braced, especially if the stairway is used as a primary exit route? Freestanding Walls or Fences Freestanding Walls or Fences Falling hazard if over 4 tall Were freestanding walls or fences designed by an architect/engineer to resist lateral forces? Are CMU walls adequately reinforced with vertical bars set in grout-filled cells and horizontal bars embedded in the mortar joints? Were CMU walls or fences built with adequate foundations to prevent them from tipping over in an earthquake? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-8

9 6.4 Mechanical, Electrical and Plumbing s Mechanical Equipment Boilers, furnaces, pumps and chillers ( HVAC wet-side equipment) Sliding, overturning, broken gas/fuel or exhaust lines, leaking fluids, Are the boilers, pumps, chillers and similar wet-side HVAC equipment securely anchored to the floor or wall with adequately sized bolts? Do HVAC wet-side equipment items that are mounted on vibration isolators have adequate lateral restraint provided by snubbers, bumpers, or restrained vibration isolators? Are housekeeping pads under boilers and similar equipment anchored to the floor slab? Does the gas line have a flexible connection to the water heater or boiler that is able to accommodate movement? Are furnaces, and furnace or boiler bases, constructed without using unreinforced masonry? General manufacturing and process machinery Falling hazards, hazardous material leaks or spills, loss of Is manufacturing and process machinery and related equipment, cranes, tanks, piping, chutes, and conveyors all adequately restrained and anchored, particularly items that may fall and injure workers, result in hazardous materials release, or create hazardous electrical conditions? Have all life safety hazards been addressed by bracing or anchoring clear falling hazards and other hazardous items? If immediate occupancy or operations is a project objective, has a design professional familiar with nonstructural anchorage of manufacturing and process machinery been engaged to perform a detailed survey of the plant? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-9

10 HVAC Fall off Do HVAC dry-side equipment items such as air equipment with isolators, compressors, fans, blowers and filters that are vibration overturning, mounted on vibration isolators have adequate isolation broken lateral restraint provided by snubbers, gas/fuel or bumpers, or restrained vibration isolators? exhaust lines, leaking fluids, If large equipment is mounted on a concrete housekeeping pad, is the pad adequately anchored into the structural slab? Do roof-mounted HVAC units that are mounted on vibration isolators have adequate lateral restraint provided by snubbers, bumpers, or restrained vibration isolators? For roof-mounted units, are the curbs supporting the vibration isolators securely attached to the structural roof framing? HVAC Sliding, Is equipment (e.g. gas-fired boiler, commercial equipment overturning, water heater, chiller, etc.) securely mounted to without broken the floor, wall, or roof with adequately sized vibration gas/fuel or bolts? isolation exhaust lines, leaking fluids, If large equipment is mounted on a concrete housekeeping pad, is the pad adequately anchored into the structural slab? Does the gas or fuel line have a flexible connection that is able to accommodate movement? For roof-mounted units, are the curbs supporting the vibration isolators securely attached to the structural roof framing? Are wall- or window-mounted window air conditioning units securely mounted to the wall or shelf? HVAC Falling or Is suspended equipment braced or anchored equipment swinging independently from the ductwork? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-10

11 suspended in- hazard, Does the equipment have flexible connections line with separate from to gas, fuel, or electrical lines? ductwork ductwork, Suspended Gas leak, Are the suspended room heaters, especially equipment falling hazard gas-fired ones, laterally supported? Are gas-fired heaters fitted with flexible gas connections? Storage Tanks and Water Heaters Structurally supported tanks and vessels Tank or vessel rupture, pipe break Is the tank securely attached to the supports? Are the tank supports braced in both directions? Are the tank supports attached with anchor bolts to concrete walls or foundation pad? Is the foundation large enough to keep the tank from sliding or tipping over? Is the wall strong enough to support the tank? Flat bottom tanks and vessels Tank or vessel rupture, pipe break Is the tank securely anchored to a concrete slab or foundation? Is the foundation large enough to keep the tank from sliding or tipping over? Compressed gas cylinders Gas leak Are all gas cylinders tightly secured with a chain near the top and bottom or otherwise restrained from movement in each direction? Are the chains or restraints securely anchored to a wall or counter with screws or bolts rather than clamps? If the gas cylinders are attached to piping, are the restraints adequate to prevent damage at the piping connections? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-11

12 Water heaters Gas leak, Are the water heaters securely anchored to the water leak, floor or wall? Do the gas lines or electrical conduit and water lines have flexible connections to the water heater that are able to accommodate movement? Does the water heater meet the limitations for use of prescriptive restraints? Is the capacity less than 100 gallons and is there a structural wall within 12 inches? Does the wall have adequate strength to restrain the water heater? Pressure Piping Suspended pressure piping Breaks, leaks, Are the pipes laterally restrained at reasonable intervals in each direction? Are the restraints securely attached to the structure? Are the pipes free of asbestos insulation that could be damaged by movement in an earthquake? Are the pipes free of asbestos that would need to be abated before any retrofit work? In-line valves and pumps Loss of, leaks Are the distribution pumps anchored, or are they mounted on vibration isolation springs with additional seismic lateral restraints? Are suspended valves and pumps adequately braced and anchored to structural elements? Flexible connections, expansion joints, seismic separations Breaks, leaks, Are flexible connections provided where piping connects to rigidly mounted equipment? Are flexible connections provided where pipes cross expansion joints or seismic separations between buildings? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-12

13 Are pipe penetrations through structural walls or framing members large enough to allow for some seismic movement? Pipe Risers Breaks, leaks, Are risers (vertical runs of piping) laterally restrained at each floor level or roughly at 20 foot intervals? For risers subject to thermal expansion and contraction, have the seismic supports been designed to allow ample thermal movement? Floor-mounted Breaks, leaks, Are the pipes laterally restrained at reasonable pipe supports intervals in each direction? Are the restraints securely attached to the structure? Roof-mounted Breaks, leaks, Are the pipes laterally restrained at reasonable pipe supports intervals in each direction and do the restraints appear adequate for the roof level? [Accelerations at the roof level are typically higher than at lower levels of a building.] Are the curbs and restraints securely attached to the structure and protected from weathering and corrosion? Wall-mounted Breaks, leaks, Are the pipes laterally restrained at reasonable pipe supports intervals in each direction? Are the restraints securely attached to the structure? Pipe Breaks, leaks, Are pipe penetrations through structural walls penetrations or framing members large enough to allow for some seismic movement or are the pipes restrained to prevent impact with the structural element? Fire Protection Piping Suspended fire protection Damage to sprinkler Are the fire sprinkler piping components laterally restrained in each direction? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-13

14 piping heads, leaks, Is the ceiling restrained so the ceilings won't break the sprinkler heads? Fluid Piping, not Fire Protection Hazardous materials Breaks, leaks, hazardous materials release Is the hazardous material piping laterally restrained at reasonable intervals in each direction? Are the restraints securely attached to the structure? Where required, does the hazardous material piping have double walls, secondary containment, leak detection systems or monitoring and are these systems designed for seismic loading? Do the pipes have flexible connections that are able to accommodate relative movement at locations where they are attached to rigidly mounted equipment or where they cross seismic separations? Does piping containing fuel or other hazardous materials have a seismic shut-off valve or excess flow valve? If the shut-off for the line is manual, is a wrench stored within easy reach? Nonhazardous materials Breaks, leaks, Is the piping laterally restrained at reasonable intervals in each direction? Are the restraints securely attached to the structure? Do the pipes have flexible connections that are able to accommodate relative movement at locations where they are attached to rigidly mounted equipment or where they cross seismic separations? Ductwork FEMA E-74 D: Checklist of Nonstructural Hazards Page D-14

15 Suspended Collapse, Are the rectangular distribution ducts larger ductwork separation, than 6 sq ft in cross sectional area laterally leaking, supported in each direction? fumes Are circular ducts larger than 28 inches diameter laterally supported in each direction? Are the supports and hangers securely attached to the structure? Are the distribution ducts able to accommodate movement at locations where they cross separations between buildings? Air diffusers Drop out of Are the air distribution grills or diffusers ceiling grid anchored to adequately supported sheet-metal ducts or to the ceiling grid or wall? Do the diffusers have positive restraint, independent of the ceiling grid, such as at least two vertical hanger wires per diffuser? Electrical and Communications Equipment Caution: Only qualified personnel should open access panels on electrical equipment. Control panels, motor control centers, switchgear, etc. Sliding or overturning, broken or damaged conduit or electrical bus Are the control panels, motor control centers, switchgear and similar items all properly anchored to the floor or laterally supported by a structural wall? Do the walls used to support these electrical cabinets have adequate strength to restrain these items? Emergency generator Failed vibration isolation mounts; broken fuel, signal, power and exhaust lines; Is the emergency generator adequately secured, especially if mounted on motor vibration isolation springs? Is the concrete housekeeping pad adequately anchored to the structural slab? Is the diesel fuel tank adequately braced and anchored? (Refer to additional questions for structurally supported tanks and vessels). FEMA E-74 D: Checklist of Nonstructural Hazards Page D-15

16 Are the fuel lines, cooling water lines, and exhaust flues for the emergency generator attached with flexible connections that are able to accommodate relative movement at junctions to spring-mounted equipment, at building entry and exit points, and at expansion joints within the building? Have all the components of the emergency power generating system and the electrical distribution system been checked as part of this survey? Transformers Sliding, oil Are transformers properly anchored to the floor leakage, or wall? bushing failure, loss of Batteries and Batteries fall, Are the batteries securely attached to the battery rack rack tips; loss battery rack? of emergency power Is the battery rack cross-braced in both directions? Does the battery rack have anchor bolts secured to a concrete foundation pad? Is the foundation large enough to keep the battery rack from sliding or tipping? Photovoltaic Falling hazard Are the solar panels securely anchored to the power systems for roof roof? mounted panels Is the piping laterally restrained? Communica- Sliding, Is the microwave communications equipment tions overturning, (antennae, receiver, transmitter, etc.) securely equipment or toppling supported and/or anchored? leading to Are the components of the public address system and phone system secured? Electrical and Communications Distribution Equipment FEMA E-74 D: Checklist of Nonstructural Hazards Page D-16

17 Electrical Electrical Are the raceways, bus ducts, and cable trays all raceways, hazards, loss laterally braced, including both transverse and conduit, cable of longitudinal braces at reasonable spacing? trays Are electrical cables or conduit able to distort at the connections with the equipment or where they cross seismic joints between buildings? Distribution Electrical Are the electrical distribution panels securely panels hazards, loss anchored to the floor or wall? of Light Fixtures Recessed Falling hazards Are recessed lights securely attached to the ceiling grid to resist seismic shaking and is the ceiling grid adequately braced? Do the lay-in fluorescent light fixtures have positive support, independent of the ceiling grid, such as at least two diagonally opposite hanger wires per light fixture? Do lay-in fixtures weighing more than 50 pounds have independent lateral support? Are lens covers attached or supplied with safety devices? Surfacemounted Falling hazards Are spot lights or track lights securely attached to resist seismic shaking? Are exterior light fixtures properly supported or securely attached to the structure? Are emergency lights and exit lights mounted to protect them from falling off the wall or off shelf supports? Pendant light fixtures Falling hazard, light fixture or Do chandeliers or other hanging fixtures have safety cables to prevent them from impacting each other or a window? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-17

18 unrestrained Are lens covers attached or supplied with safety bulbs devices? Do pendant or stem light fixtures have safety cables so they will not fall if the fixture sways and breaks the stem connection, or are they braced to prevent swaying? Heavy light- Falling Are heavy light fixtures, such as operating fixtures hazards room lights, adequately braced and anchored to the structure independent of the ceiling system? Elevators and escalators Caution: The moving parts or components of these systems need to be evaluated by qualified personnel. Inappropriate seismic restraints may compromise the safe operation of these systems. Hydraulic elevator Loss of Are the components of the hydraulic system properly anchored? Traction elevator Loss of, counterweights out of guide rails, cables out of sheaves, dislodged equipment Are the cables installed in such a way that they are protected against misalignment during an earthquake? Is the elevator cab properly attached to the guide rails? Are the counterweights properly attached to the guide rails? Are the guide rails securely attached to the building? Are the motor and motor control cabinets properly anchored? Is the elevator equipped with a seismic switch? Escalators Loss of Is the escalator control equipment securely anchored? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-18

19 Is it known if the escalator was designed by an engineer to accommodate relative movement between floors during an earthquake? Is the control equipment for the moving walkway properly anchored? Conveyors, material handling Conveyors Loss of, falling hazard if elevated, contents fall Are supports for the conveyors properly anchored to the floor or wall? Is the conveyor control equipment properly anchored? 6.5 Furniture, Fixtures & Equipment and Contents Storage racks Light duty shelving Contents fall, shelves damaged Are tall shelving units securely anchored to the floor or walls? If walls are used for lateral support, has the capacity of the walls been checked for adequacy to restrain the shelving? Are heavily loaded shelving units supported in both directions? For shelving units significantly taller than wide, are large anchor bolts used to anchor each leg to a concrete slab? Are breakable items secured to the shelves, or are they stored in stable units (e.g., are they shelved in the original packing boxes, or are small items shrink-wrapped together)? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-19

20 Industrial Contents fall, Are industrial storage racks braced and storage racks racks anchored to a concrete floor slab or concrete damaged walls? If walls are used for lateral support, has the capacity of the walls been checked for adequacy to restrain the shelving? Has the capacity of the concrete floor slab been checked for adequacy to resist uplift of the storage racks? Are the racks equipped with dampers, base isolation, or other specialized seismic restraint systems? Bookcases, Shelving Bookshelves Contents fall, shelving damaged Are bookshelves 5 or taller properly anchored with brackets to a solid wall or studs, or anchored to the floor, particularly if they are located next to a bed or desk or where they could block an exit? Does the wall or partition used to anchor the book shelves have adequate strength to support seismic loading from the shelving? Are bookshelves fitted with edge restraints or elastic cords to keep books from falling? Are large and heavy books located on the lowest shelves? Library and other shelving Contents fall, shelving damaged Is it known if the lateral supports for the library stacks and shelving have been designed by an architect or engineer? Are library shelving and stacks properly braced and anchored to the floor and walls, including bracing to the floor above if shelving is tall and slender that tie the shelving units together? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-20

21 If all shelving units are not independently braced or anchored, are adjacent units fastened together with bolts or other mechanical fasteners? Do walls or partitions used to anchor library stacks have adequate strength for the imposed lateral loads? Are bookshelves fitted with edge restraints or elastic cords to keep books from falling? Are large and heavy books located on the lowest shelves? Are rare or fragile books given extra protection to prevent falling and water damage? Computer and Communications Equipment Computer access floors and equipment Collapse, separation between modules, loss of Are the support pedestals for computer access floors anchored to the floor and braced with diagonal steel members, or is it verified that the vertical pedestals are a seismically qualified model, installed in accordance with the manufacturer's recommendations? Do cable openings in the access floor have edge guards to prevent equipment legs from sliding into the openings Are computers, tape racks, and associated equipment that are about twice as tall as wide, anchored, tethered, and/or laterally supported? Does heavy computer equipment have supports which are braced and anchored to the structural floor slab independently of the computer access floors? Is computer cabling long enough to accommodate lateral movement within the building? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-21

22 Computer and Lost data or Is computer information vital to operations communication damaged backed up and stored off-site? racks equipment may cause downtime Is critical computer and communications equipment securely anchored to the rack? Are computer and communication racks securely anchored to the floor or wall? Is sensitive computer or communications equipment located out of range of fire sprinkler heads or joints in the sprinkler pipes where they are less prone to water damage if the sprinkler lines break? Desktop Falling Are computers and monitors anchored to computers and hazard, lost desktops? accessories data or damaged equipment may cause downtime Are desktop or countertop computers and printers mounted with positive restraint, resting on high-friction rubber pads, or located far enough from the edges of desks and tables to prevent them from sliding and falling in an earthquake? Televisions and video monitors, wall-mounted Falling hazard Are wall- or overhead-mounted television sets, video monitors, surveillance cameras or sound system speakers securely braced and anchored to the wall or ceiling or equipped with safety cables? Hazardous materials storage Hazardous materials storage Hazardous material release, mixing of incompatible substances Are chemical supplies secured with shelf lips several inches high, or are they stored in "egg crate" containers in drawers, so that the containers will not overturn or fall and spill? Are chemicals stored in accordance with manufacturers' recommendations? Are incompatible chemicals stored at an appropriate distance from one another so that they will not mix if the containers are broken? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-22

23 Are the chemicals in each cabinet catalogued properly and marked clearly? Are Material Safety Data Sheets (MSDSs) stored in a location separate from the chemicals? Are cabinets for hazardous materials securely attached to the floor or to a sturdy wall? Has asbestos insulation been removed, or has it been encapsulated to reduce the possibility of damage in an earthquake? Is the facility free of asbestos that would need to be abated before any retrofit work? Miscellaneous FF&E File cabinets Cabinets fall, may block exits, contents spill Do the file cabinet drawers or doors latch securely? Are tall file cabinets anchored with wall brackets to a solid wall or studs, anchored to the floor, or bolted to one or more adjacent cabinets to form a more stable configuration, i.e., a larger "footprint"? Are unanchored cabinets located so that they will not fall or slide and block a door or exit? Demountable partitions Collapse, block exit path Are demountable partitions attached to each other and arranged in a stable layout with many perpendicular wall segments? Are partial-height partitions anchored to the floor? If tall shelving or cabinets are located next to the partitions, can these items be moved or independently anchored to the floor or structure? Miscellaneous furniture and fixtures Falling hazard Are tall items located near beds or desks securely anchored to a wall with adequate capacity? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-23

24 Are large kitchen and laundry equipment all securely anchored to the floor, wall, or countertop with adequate capacity? Are vending machines tethered a column or wall to prevent tipping and sliding? Are unanchored furnishings located where they cannot slide or overturn to block corridors or doors? Are heavy wall pictures and other wall hangings well anchored to the studs or structural framing? Are heavy hanging plants secured to prevent falling or impact with windows? Are personal or storage lockers and vending machines anchored and laterally supported, or are they clear of exits? Miscellaneous Contents Shelf-mounted items Contents fall, items broken or mixed Are valuable or fragile items protected against tipping or falling off shelving? Are the drawers and cabinet doors latched securely, e.g., with special latches or babyproof hardware that will not fly open in an earthquake? Are rare or valuable items (rare books, museum collections, medical records) given extra protection against falling and water damage? Are heavy potted plants on file cabinets or tall shelves restrained to prevent falling? Desktop, countertop items Is radio equipment restrained to keep it from sliding off shelving or tabletops? Is important equipment restrained to keep it from sliding off shelving or tabletops? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-24

25 Are fax machines restrained or placed far enough from the edge that they will not slide and fall off? Is the public address system restrained to prevent the equipment from sliding and falling off the shelving? Fragile artwork Loss of rare Are heavy sculptures anchored to prevent or expensive overturning during an earthquake? art objects, falling hazards Are heavy wall-mounted paintings, mirrors, or other wall hangings well anchored to structural studs or framing? Do hanging sculptures or mobiles have a safety cable to prevent them from swinging excessively, impacting windows or other artwork, or falling? Are fragile items restrained by mono-filament lines, hook and loop material, Plexiglas display cases, or some other seismic safety device? Fire Are the fire extinguisher cabinets and/or hose extinguisher cabinets securely mounted? and cabinet FEMA E-74 D: Checklist of Nonstructural Hazards Page D-25

26 Emergency Systems Emergency Egress Emergency system components were not covered in the body of the document but are an important consideration for providing earthquake safety. Emergency Exit doors If primary exit doors are heavy metal fire doors Egress jammed, that might jam if the building racks during an corridors earthquake, is there a crowbar or blocked, no sledgehammer located near the exit to facilitate emergency emergency exiting? lighting, falling hazards Do automatic doors with optical or floor sensors and mechanized roll-up doors have a manual override in case of a power outage after an earthquake? Are the building utilities and architectural finishes along egress routes (piping, ducts, ceilings, lights, partitions, etc.) braced or anchored adequately to prevent falling obstructions and to keep the egress routes clear after an earthquake? Are the furniture and contents along egress routes (desks, supply cabinets, shelving, etc.) braced or anchored adequately to prevent falling obstructions and keep the egress routes clear after an earthquake? Are unanchored furniture and contents along egress routes kept far enough from the exits so they will not fall or slide and obstruct the doors? Have any unreinforced masonry walls in stairwells, corridors, and elevator enclosures been removed, strengthened, or encapsulated to prevent collapse during an earthquake? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-26

27 Are parapets, canopies, veneers, cornices and any other ornamentation above building exits braced and anchored to prevent collapse? Are emergency lights and exit lights securely mounted to protect them from falling off walls or shelf supports during an earthquake? Are transoms, skylights, corridor glazing or glazing above exits made of safety glass or covered with shatter-resistant film? If the building has elevators, does the elevator have a seismic switch? Emergency Loss of Is the emergency generator adequately secured, Power especially if mounted on motor vibration Generation and isolation springs? Distribution System Is the concrete housekeeping pad adequately anchored to the structural slab? Is the diesel fuel tank adequately braced and anchored? Are the batteries and battery racks adequately braced and anchored? Are the fuel lines, cooling water lines, and exhaust flues for the emergency generator attached with flexible connections that are able to accommodate relative movement at junctions to spring-mounted equipment, at building entry and exit points, and at expansion joints within the building? Have the transformer, MCC, switchgear and bus ducts been checked? Have all the components of the emergency power generating system and the electrical distribution system been checked as part of this survey? FEMA E-74 D: Checklist of Nonstructural Hazards Page D-27

28 Fire Detection Loss of Are fire and smoke detectors properly and Protection mounted? System Is the control equipment for the fire alarm system and automatic fire doors securely anchored? Are the fire extinguisher cabinets and/or hose cabinets securely mounted? Are the fire extinguishers secured with quickrelease straps? Are the fire sprinkler piping components laterally restrained in each direction? Is the ceiling restrained so the ceilings won't break the sprinkler heads? Are the distribution lines able to accommodate movement where they cross between buildings? Is the fire water pump anchored, or is it mounted on vibration isolation springs with additional seismic restraints? Is the emergency water tank or reservoir securely attached to its supports? Are the tank supports anchored to the floor and braced in both directions? Are the supports or braces properly anchored to the foundation? Are the smoke control fans properly supported and/or anchored? Are the fan control centers securely anchored? Emergency Supplies Is the cabinet properly braced and anchored to Supply Cabinet inaccessible the floor and/or walls? in emergency FEMA E-74 D: Checklist of Nonstructural Hazards Page D-28

FEMA 356 Life Safety Building Performance Evaluation & PML Analysis

FEMA 356 Life Safety Building Performance Evaluation & PML Analysis FEMA 356 Life Safety Building Performance Evaluation & PML Analysis For 2 Dinkelspiel Station Ln. Atherton, California September 24, 2009 Prepared for: Prepared by: Town of Atherton Crosby Group Office

More information

2. Are your buildings built with the possibility of an earthquake in mind?

2. Are your buildings built with the possibility of an earthquake in mind? EARTHQUAKE Although New England does not have the high frequency of earthquakes of California or Japan, it has experienced its fair share of tremors. Something to consider is that the reason why most businesses

More information

SECTION SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED PART 1 GENERAL 1.1 DESCRIPTION:

SECTION SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED PART 1 GENERAL 1.1 DESCRIPTION: SECTION 13 05 41 SEISMIC RESTRAINT REQUIREMENTS FOR NON-STRUCTURAL COMPONENTS REVISED 1-25-13 PART 1 GENERAL 1.1 DESCRIPTION: A. Provide seismic restraint in accordance with the requirements of this section

More information

Suspension Systems for Acoustical Lay-in Ceilings Seismic Design Categories D, E & F

Suspension Systems for Acoustical Lay-in Ceilings Seismic Design Categories D, E & F NWCB Technical Document SUSPENDED CEILINGS 401 Suspension Systems for Acoustical Lay-in Ceilings Seismic Design Categories D, E & F 10/09 This document has been revised based on current Building Code standards.

More information

Technical Services Information Bureau

Technical Services Information Bureau Technical Services Information Bureau INSTALLING ACOUSTICAL LAY-IN TYPE CEILINGS IN SEISMIC REGIONS AUGUST 2009 UPDATED MAY 2017 TECHNICAL BULLETIN This document covers the installation practices recognized

More information

SECTION NON-STRUCTURAL METAL FRAMING

SECTION NON-STRUCTURAL METAL FRAMING PART 1 - GENERAL 1.1 DESCRIPTION SECTION 09 22 16 1. Use this section only for NCA projects. 2. Delete between //----// if not applicable to project. Also delete any other item or paragraph not applicable

More information

Building Systems and Design Elements included in SliDeRulE

Building Systems and Design Elements included in SliDeRulE Building Systems and Design Elements included in SliDeRulE No. System Subsystem Design Element 1.1.1 Foundation Deep Foundation Steel H-pile 1.1.2 Foundation Deep Foundation Steel pipe pile 1.1.3 Foundation

More information

AMERICAN RED CROSS EMERGENCY PREPAREDNESS ACADEMY Presented by Michael J. Griffin, P.E. Principal CCS Group, Inc.

AMERICAN RED CROSS EMERGENCY PREPAREDNESS ACADEMY Presented by Michael J. Griffin, P.E. Principal CCS Group, Inc. Life-Safety Risks to Schools from Nonstructural Earthquake & Tornado Damage AMERICAN RED CROSS EMERGENCY PREPAREDNESS ACADEMY 2013 Presented by Michael J. Griffin, P.E. Principal CCS Group, Inc. Presentation

More information

SECTION VIBRATION ISOLATION

SECTION VIBRATION ISOLATION SECTION 15240 VIBRATION ISOLATION PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 15450 - Plumbing Equipment. 2. 15510 - Piping (HVAC). 3. 15515 Valves, Hangers, and Specialties. 4. 15540 - Pumping

More information

KINETICS Pipe & Duct Seismic Application Manual

KINETICS Pipe & Duct Seismic Application Manual QUICK START READ ME FIRST I1.1 Seismic Restraint Categories and Types: Seismic restraints for pipe and duct are generally separated into to two categories. 1. Transverse Seismic Restraints: These act to

More information

Table of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities

Table of Contents. Division 2 Site Work Site Preparation Site Demolition Tree Protection Excavation, Trenching, and Backfilling for Utilities Division 1 Requirements Design and Construction Quality Campus Master Plans Texas Tech University System Operating and Building Maintenance Project Administration Historically Underutilized Business (HUB)

More information

CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1%

CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE 01. GENERAL ADMINISTRATION 6% Project Administration 1% CALIFORNIA COMMERCIAL BUILDING INSPECTOR CONTENT OUTLINE EXAM ID: I1 80 multiple-choice questions 3-1/2-hour time limit Open book 01. GENERAL ADMINISTRATION 6% 0101. Project Administration 1% Verify that

More information

REO Client Safety Hazard Requirements

REO Client Safety Hazard Requirements REO Client Safety Hazard Requirements Safety Hazards Safeguards clients are continually reporting missing safety hazards or allowables across the nation and it is jeopardizing our relationship with our

More information

C. Concrete Inertia Bases: Drawings showing required concrete steel reinforcing, construction details, and dimensions.

C. Concrete Inertia Bases: Drawings showing required concrete steel reinforcing, construction details, and dimensions. 15240 VIBRATION ISOLATION ************************************************************************************************************* SPECIFIER: CSI MasterFormat 2004 number: 230548 An optional keynote

More information

How to Prepare Your LSE Report

How to Prepare Your LSE Report LSE Rule Category Required Documentation Information Comments / Applicable Code Sections/ 10.1 Building Height Provide the Building height in Feet Provide the number of stories above grade Helpful Hints

More information

Architect & Builder s Guide. ORTAL Heating Systems Ltd.

Architect & Builder s Guide. ORTAL Heating Systems Ltd. Architect & Builder s Guide ORTAL Heating Systems Ltd. Welcome to ORTAL and ORTAL USA. ORTAL, providing heating solutions for over 25 years, is well known for its wide selection of modern gas fireplaces,

More information

On Cold-Formed Steel Construction. Light Gauge Steel Engineers Association Washington, D.C Toll Free (866)

On Cold-Formed Steel Construction. Light Gauge Steel Engineers Association Washington, D.C Toll Free (866) TECHNICAL NOTE On Cold-Formed Steel Construction $5.00 Light Gauge Steel Engineers Association Washington, D.C. 20005 Toll Free (866) 465-4732 www.lgsea.com DESIGN OF BY-PASS SLIP CONNECTORS IN COLD-FORMED

More information

3.5 Tier 1 Analysis Overview Seismic Shear Forces

3.5 Tier 1 Analysis Overview Seismic Shear Forces Chapter 3.0 - Screening Phase (Tier ) 3.5 Tier Analysis 3.5. Overview Analyses performed as part of Tier of the Evaluation Process are limited to Quick Checks. Quick Checks shall be used to calculate the

More information

SECTION GYPSUM BOARD ASSEMBLIES

SECTION GYPSUM BOARD ASSEMBLIES SECTION 09 21 16 GYPSUM BOARD ASSEMBLIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Metal stud wall and ceiling framing, 20 gauge. B. Metal channel suspended ceiling framing. C. Gypsum board. D. Gypsum sheathing.

More information

SEISMIC CONTROL MEASURES By Richard Lévesque, ing., P.Eng., LEED AP

SEISMIC CONTROL MEASURES By Richard Lévesque, ing., P.Eng., LEED AP SEISMIC CONTROL MEASURES By Richard Lévesque, ing., P.Eng., LEED AP Outline What and Why of Seismic Restraint Applicable Codes & Standards for Seismic Restraint Where and When of Seismic Restraint General

More information

McMULLAN & ASSOCIATES, INC.

McMULLAN & ASSOCIATES, INC. McMULLAN & ASSOCIATES, INC. SEISMIC EVALUATION REPORT for the The Castle Building Prepared For Smithsonian Institution Washington, D.C. February 28, 2002 86 Seismic Evaluation G.2 THE CASTLE BUILDING WASHINGTON,

More information

The parking lot is in varying condition depending upon location. The vehicular and pedestrian traffic flow is generally good.

The parking lot is in varying condition depending upon location. The vehicular and pedestrian traffic flow is generally good. EAST LYME HIGH SCHOOL Located at 30 Chester Field Road, East Lyme, Connecticut 06333, the High School s original structure was built in 1967. An addition and alterations occurred in 1973. The building

More information

A/E Design Deliverable Checklist

A/E Design Deliverable Checklist A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic

More information

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings

ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings ACCESSORY STRUCTURE Building permit information For 1 & 2-family dwellings Building Safety Department 400-2 nd Street South St. Cloud, MN 56301 (320) 255-7239 A building permit is required for any accessory

More information

Administrative Changes

Administrative Changes Revised 11/29/06 Knox County Residential Building Codes Significant Changes From The 1995 CABO One And Two Family Dwelling Code To The 2006 International Residential Code All one and two family dwellings

More information

LOGAN SCHOOL SCHOOL WITHOUT WALLS AT LOGAN

LOGAN SCHOOL SCHOOL WITHOUT WALLS AT LOGAN INITIAL YEAR BUILT 1935 BUILDING AREA 47,200 SF CURRENT PROGRAM CAPACITY 479 ENROLLMENT 2008 418 WARD 6 PROPOSED PROGRAM CAPACITY 450 Site Plan LOGAN - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION HS

More information

SPACE TYPE: OUTSIDE PARKING (STRUCTURE)

SPACE TYPE: OUTSIDE PARKING (STRUCTURE) SPACE TYPE: OUTSIDE PARKING (STRUCTURE) Construction Criteria The unit costs for Outside Parking (Structure) space types are based on the construction quality and design features in the following table.

More information

PROGRAM COST MODEL. for. PEER Tall Buildings Study Concrete Structural Option Los Angeles, California

PROGRAM COST MODEL. for. PEER Tall Buildings Study Concrete Structural Option Los Angeles, California PROGRAM COST MODEL for PEER Tall Buildings Study Concrete Structural Option Los Angeles, California March 8, 2010 PEER Tall Buildings Study Concrete Structural Option March 8, 2010 CONTENTS Page Nos. Overall

More information

LEVEL TWO NUMBERS AND TITLES. Introductory Information. Bidding Requirements. Contracting Requirements. Facilities and Spaces. Systems and Assemblies

LEVEL TWO NUMBERS AND TITLES. Introductory Information. Bidding Requirements. Contracting Requirements. Facilities and Spaces. Systems and Assemblies MasterFormat LEVEL TWO NUMBERS AND TITLES Introductory Information 00001 Project Title Page 00005 Certifications Page 00007 Seals Page 00010 Table of Contents 00015 List of Drawings 00020 List of Schedules

More information

Budget Estimate Basic Tenant Improvement

Budget Estimate Basic Tenant Improvement Building work rules, conditions and insurance: 1. Review the work rules. If they are not available no budget should be provided. 2. Hours available for construction 3. Insurance requirements 4. Entities

More information

FEMA P-593 STEP-BY STEP PRESCRIPTIVE RETROFIT FOR CRIPPLE WALL BRACING & ANCHORAGE TO FOUNDATION

FEMA P-593 STEP-BY STEP PRESCRIPTIVE RETROFIT FOR CRIPPLE WALL BRACING & ANCHORAGE TO FOUNDATION INTRODUCTION Objective of provisions: The provisions of IEBC Appendix Chapter A3 are intended to reduce hazard of earthquake-induced damage (IEBC A301.1). These provisions are not intended to eliminate

More information

SPACE TYPE: PHYSICAL FITNESS (EXERCISE ROOM)

SPACE TYPE: PHYSICAL FITNESS (EXERCISE ROOM) SPACE TYPE: PHYSICAL FITNESS (EXERCISE ROOM) Construction Criteria The unit costs for the Physical Fitness Center (Exercise Room) space type are based on the construction quality and design features in

More information

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2)

Structural Tests and Special Inspections Form. Inspection of Fabricators (1704.2) Inspection of Fabricators (1704.2) Furnish inspection reports (1704.2.1) - Fabricators that have not been approved Provide a Certificate of Compliance (1704.2.2) - Approved Fabricators Steel Construction

More information

The Ashland Project. Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage

The Ashland Project. Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage The Ashland Project Total Area: 1,778 Sq.Ft. 3 Bedroom, 2 Bath, 2 Car Garage The garage and bedroom extend from the front of this three bedroom home, drawing you visually into the entryway. Brick and stucco

More information

Smarter. Safer. Leaner.

Smarter. Safer. Leaner. Smarter. Safer. Leaner. Fast Installation and Removal Decrease Leading Edge Exposure by 87% OSHA Compliant Versatile and Reusable Use Perimeter Protection Posts During Construction: At Building Perimeter

More information

Available at: Last Modified: December 2012

Available at:  Last Modified: December 2012 6.3 Architectural Components 6.3.7 Chimneys and Stacks 6.3.7.1 Unreinforced Masonry Chimney Unreinforced masonry (URM) chimneys are extremely vulnerable to earthquake damage; their behavior has long been

More information

HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW

HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW HERMIT S REST GRAND CANYON NATIONAL PARK BUILDING CODE REVIEW 27 September 2007 prepared by: J. CHRIS EVANS ARCHITECT 3220 E. Terra Alta Blvd. No. 9 Tucson, Arizona 85716 520.319.8835 evansarch@hotmail.com

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-26 05 48.00 10 (October 2006) ---------------------------------- Preparing Activity: USACE Superseding UFGS-26 05 48.00 10 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

SECTION ACOUSTICAL PANEL CEILINGS

SECTION ACOUSTICAL PANEL CEILINGS SECTION 095113 ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and General Provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

Building Codes and Ordinances ARC 227

Building Codes and Ordinances ARC 227 Building Codes and Ordinances ARC 227 Week 6 Fire Resistive Construction 03.02.10 Instructor: Rick Staub, AIA Email: staub@pointonearchitects.com Phone: 860-434-7707 Fire Resistive Construction Passive

More information

Chapter 2 EARTHQUAKE-RESISTANCE REQUIREMENTS

Chapter 2 EARTHQUAKE-RESISTANCE REQUIREMENTS Chapter 2 EARTHQUAKE-RESISTANCE REQUIREMENTS This chapter explains the International Residential Code s (IRC s) general earthquake-resistance requirements as well as specific IRC requirements concerning

More information

2003 International Residential Building Code

2003 International Residential Building Code 2003 International Residential Building Code Section R305 Ceiling Height Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less

More information

Office of Design & Construction State University Plaza Albany, New York

Office of Design & Construction State University Plaza Albany, New York Instructions: Consultant should meet with the Campus and Fund at the work area(s) prior to completing this Checklist. At least two (2) meetings are required, one prior to Schematic Phase submission and

More information

Minimum Requirements For One & Two Family Structures FBC 6 th Edition (2017)

Minimum Requirements For One & Two Family Structures FBC 6 th Edition (2017) Pinellas County Building Department Reviewed : Date: Phone: Owner s Name: Permit Number: CB_ - Property Address: Contractor: Phone: Minimum Requirements For One & Two Family Structures FBC 6 th Edition

More information

C P A. Presented By Jason G. Smith, CCM, LEED AP. Founder and Principal of Construction Analysis and Planning, LLC

C P A. Presented By Jason G. Smith, CCM, LEED AP. Founder and Principal of Construction Analysis and Planning, LLC C P A CONSTRUCTION ANALYSIS AND PLANNING, LLC Presented By Jason G. Smith, CCM, LEED AP Founder and Principal of Author of Construction Management: Subcontractor Scopes of Work 1 Division of work: Primary

More information

SECTION OUTLET, PULL, AND JUNCTION BOXES

SECTION OUTLET, PULL, AND JUNCTION BOXES SECTION 16131 OUTLET, PULL, AND JUNCTION BOXES PART 1 GENERAL 1.01 SUMMARY A. Related Sections: 1. 09900 - Painting. 2. 16112 - Raceways and Conduits. 1.02 SYSTEM DESCRIPTION A. Performance Requirements:

More information

Residential Building Inspections

Residential Building Inspections Residential Building Inspections Foundations, Grade Beams, Pile Caps, Foundation Pads 1. All trenches or excavations and formwork shall be in accordance with the size(s) and configuration(s) as per approved

More information

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

SECTION HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS SECTION 26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment, and incidentals as shown, specified, and

More information

Plan Check No. Checked by: An Appointment Is Required for Verification

Plan Check No. Checked by: An Appointment Is Required for Verification SUPPLEMENTAL CORRECTION SHEET UNREINFORCED MASONRY (URM) RETROFIT ( 2002 LABC ) Plan Check No. Checked by: Permit Appl. # An Appointment Is Required for Verification Job Address: For appt. call: APPLICATION

More information

LINEAR METAL CEILINGS Section

LINEAR METAL CEILINGS Section PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

More information

APPLICATION AND CERTIFICATE FOR PAYMENT

APPLICATION AND CERTIFICATE FOR PAYMENT AND CERTIFICATE FOR PAYMENT TO OWNER: MASTER TEMPLATE - SAVE PROJECT FILE 1 DATE: 10/5/2012 PERIOD TO: ARCHITECT: PROJECT NO: CONTRACTOR'S FOR PAYMENT Application is made for payment, as shown below, in

More information

Total Building Area: 1964 Construction 30,140 square feet 1976 Construction 36,787 square feet 66,927 square feet

Total Building Area: 1964 Construction 30,140 square feet 1976 Construction 36,787 square feet 66,927 square feet FLANDERS ELEMENTARY SCHOOL Located at 167 Boston Post Road, East Lyme, Connecticut the school s original structure was built in 1964 and replaced the Central Office Building as the elementary school. Two

More information

EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire

EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire EMERGENCY MANAGEMENT PREPAREDNESS AND ASSISTANCE TRUST FUND ARC 4496 Evaluation Questionnaire Additional Instructions and Clarifications 1. Please review ARC 4496 before beginning the project identification

More information

APPENDIX A CHECK-LIST FOR SCIENCE SAFETY REQUIREMENTS. (Required Minimums for Approval by the N.C. Board of Education)

APPENDIX A CHECK-LIST FOR SCIENCE SAFETY REQUIREMENTS. (Required Minimums for Approval by the N.C. Board of Education) P APPENDIX A CHECK-LIST FOR SCIENCE SAFETY REQUIREMENTS (Required Minimums for Approval by the N.C. Board of Education) Revised July 11, 2013 Page 1 CHECKLIST FOR SCIENCE SAFETY REQUIREMENTS Middle and

More information

LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS

LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS 1 LATERAL DRIFT DESIGN IN COLD FORMED STEEL WALL SYSTEMS Thomas Castle, S.E. 2 This presentation is published by the Cold-Formed Steel Engineers Institute ( CFSEI ). The information herein shall not constitute

More information

SECTION MODULAR GALVANIZED RF SHIELDING SYSTEM SPECIFICATIONS

SECTION MODULAR GALVANIZED RF SHIELDING SYSTEM SPECIFICATIONS SECTION 13096 MODULAR GALVANIZED RF SHIELDING SYSTEM SPECIFICATIONS Prepared by: NELCO 125 Chenoweth Lane, Ste. 206 Louisville, KY 40207 (502) 899-3726 13096-1 MODULAR GALVANIZED RF SHIELDING SYSTEM PART

More information

Non-Structural Isolation QUAKEBASE - PLATFORMS - 3D ISOLATION - FLOORS - MODULAR SYSTEMS

Non-Structural Isolation QUAKEBASE - PLATFORMS - 3D ISOLATION - FLOORS - MODULAR SYSTEMS Non-Structural Isolation QUAKEBASE - PLATFORMS - 3D ISOLATION - FLOORS - MODULAR SYSTEMS Dynamic Isolation Systems DIS is the World Leader in Seismic Isolation - no other company has completed more isolation

More information

DIVISION MEDIUM VOLTAGE VAULT DESIGN Contents MEDIUM VOLTAGE VAULT DESIGN... 2 DIVISION LIST OF FIGURES...

DIVISION MEDIUM VOLTAGE VAULT DESIGN Contents MEDIUM VOLTAGE VAULT DESIGN... 2 DIVISION LIST OF FIGURES... DIVISION 13 00 60 - MEDIUM VOLTAGE VAULT DESIGN Contents 13 00 60 - MEDIUM VOLTAGE VAULT DESIGN... 2 DIVISION 13 00 60 LIST OF FIGURES... 6 13 00 60 - MEDIUM VOLTAGE VAULT DESIGN 1. General Requirements

More information

1.0 Total Points % 2.1 Building Exterior Elements % 2.2 Accessibility % 2.3 Structural %

1.0 Total Points % 2.1 Building Exterior Elements % 2.2 Accessibility % 2.3 Structural % BartelsRode Gymnasium 8/11/ Building Rating System Percent Site: 1.0 Total 0 13 77% Building: 2.1 Building Exterior Elements 0 8 8% 2.2 Accessibility 0 74 74% 2.3 Structural 0 76 76% 2.4 Building Envelope

More information

High Piled Combustible Storage Guideline

High Piled Combustible Storage Guideline Moreno Valley High Piled Combustible Storage Approved and Authorized By: Adria Reinertson, Fire Marshal Issued: May 5, 2017 Rev: 7-28-16 City of Moreno Valley Fire Department Page 1 of 19 High Piled Storage

More information

Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses

Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses Details for Exterior Brick Masonry Veneer Supported by Metal Plate Connected Wood Trusses Released May 20, 2009 Updated March 9, 2011 Introduction: Wood frame structures with attached brick masonry veneer

More information

KINETICS Seismic & Wind Design Manual Section D9.0

KINETICS Seismic & Wind Design Manual Section D9.0 KINETICS Seismic & Wind Design Manual Section D9.0 SECTION D9.0 TABLE OF CONTENTS Title Revision Record Section D9.0A D9.0 Electrical Distribution Systems Title Section Seismic Forces Acting On Cable Trays

More information

Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit

Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit Supplemental Plan Check List for Unreinforced Masonry (URM) Retrofit Plan Check/PCIS App #: Job Address: P.C. Engineer: Phone: (E -mail: first name.last name@ lacity.org) For instructions and other information,

More information

PRESTON HEALTH SERVICES ARCHITECT'S NO. 2700

PRESTON HEALTH SERVICES ARCHITECT'S NO. 2700 SECTION 09 5113 - ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification

More information

REQUIREMENTS FOR SUBSTANTIALLY DAMAGED AND SUBSTANTIALLY IMPROVED STRUCTURES

REQUIREMENTS FOR SUBSTANTIALLY DAMAGED AND SUBSTANTIALLY IMPROVED STRUCTURES REQUIREMENTS FOR SUBSTANTIALLY DAMAGED AND SUBSTANTIALLY IMPROVED STRUCTURES If your home or business incurred damage, the engineering department, in conjunction with the Flood Mitigation Officer, will

More information

COOLIDGE SENIOR HIGH SCHOOL

COOLIDGE SENIOR HIGH SCHOOL INITIAL YEAR BUILT 1940 BUILDING AREA 271,300 SF CURRENT PROGRAM CAPACITY 1240 ENROLLMENT 2008 652 WARD 4 PROPOSED PROGRAM CAPACITY 1100 Site Plan COOLIDGE - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION

More information

FIRE AND SMOKE PROTECTION FEATURES

FIRE AND SMOKE PROTECTION FEATURES CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES SECTION 70 GENERAL 70. Scope. The provisions of this chapter shall govern the materials, systems and assemblies used for structural fire resistance and fire-resistance-rated

More information

A/E Design Deliverable Checklist

A/E Design Deliverable Checklist A/E Design Deliverable Checklist Design deliverables for the Design Development phase shall include all items listed in the Design Development column as well as those all items listed in the Schematic

More information

SECTION RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection

SECTION RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection SECTION 13090 RADIATION SHIELDING ENCLOSURE Low Intensity Radiation Protection Prepared by: 90 Dayton Avenue, Unit 4B, Suite 13 Passaic, NJ 07055 (973) 574-9077 13090-1 LOW INTENSITY RADIATION PROTECTION

More information

Table of Contents... 1, 2. (EF) Equipment Floor... VISR EF 102 Water Heater VISR EF 104 Chiller VISR EF 105 End Suction Pump...

Table of Contents... 1, 2. (EF) Equipment Floor... VISR EF 102 Water Heater VISR EF 104 Chiller VISR EF 105 End Suction Pump... VISR Standard Details - TOC VISR-SD File No: T-VISR-SD-00 Supersedes: New Date: 6-Mar-204 Date: New VISR Standard Details: Table of Contents Table of Contents..., 2 (EF) Equipment Floor... VISR EF 0 Tank...

More information

LASALLE - BACKUS EDUCATION CAMPUS

LASALLE - BACKUS EDUCATION CAMPUS INITIAL YEAR BUILT 1957 BUILDING AREA 63,000 SF CURRENT PROGRAM CAPACITY 406 ENROLLMENT 2008 349 WARD 4 PROPOSED PROGRAM CAPACITY 425 Site Plan LASALLE - BACKUS - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION

More information

Typical Deck Details. Albemarle County, Virginia. Based on the 2012 Virginia Residential Code

Typical Deck Details. Albemarle County, Virginia. Based on the 2012 Virginia Residential Code Albemarle County, Virginia Typical Deck Details Based on the 2012 Virginia Residential Code The design details in this document apply to residential decks only. Framing requirements are limited to single

More information

4. Number of drawings required: ( ) Locations of nearest streets

4. Number of drawings required: ( ) Locations of nearest streets CITY OF MANSFIELD BUREAU OF BUILDING AND CODES 30 NORTH DIAMOND STREET 3RD FLOOR MANSFIELD, OHIO 44902 Phone (419) 755-9688 Fax (419) 755-9453 www.ci.mansfield.oh.us COMMERCIAL BUILDING PLAN REQUIREMENTS

More information

The following information is provided by Lieutenant Ernest Jones, the Emergency Management Coordinator and the Federal

The following information is provided by Lieutenant Ernest Jones, the Emergency Management Coordinator and the Federal The following information is provided by Lieutenant Ernest Jones, the Emergency Management Coordinator and the Federal Emergency Management Agency What to Do Before an Earthquake Earthquakes strike suddenly,

More information

2010 National Building Code Adoption and Associated Process Changes

2010 National Building Code Adoption and Associated Process Changes Building Inspection City of Moncton 655 Main Street Moncton, NB E1C 1E8 Phone: (506) 856-4375 Fax: (506) 856-4348 Bulletin No. 14 From: Randy Richard Date: February 9, 2015 Subject: 2010 National Building

More information

Real Property Acquisition Loss Control Checklist

Real Property Acquisition Loss Control Checklist The following checklist will help identify items that have an important bearing on the safety of the building and to protect contents from damage. It is not intended as an all inclusive list of protection

More information

Is Your Home Protected? A Homeowner's Guide to Earthquake Retrofit

Is Your Home Protected? A Homeowner's Guide to Earthquake Retrofit Is Your Home Protected? A Homeowner's Guide to Earthquake Retrofit Prepared by the Institute for Business & Home Safety (IBHS), whose mission is to reduce the social and economic effects of natural disasters

More information

UNIFIED FACILITIES GUIDE SPECIFICATIONS

UNIFIED FACILITIES GUIDE SPECIFICATIONS USACE / NAVFAC / AFCEC / NASA UFGS-13 48 00.00 10 (October 2007) ---------------------------------- Preparing Activity: USACE Superseding UFGS-13 48 00.00 10 (April 2006) UNIFIED FACILITIES GUIDE SPECIFICATIONS

More information

STATE UNIVERSITY CONSTRUCTION FUND

STATE UNIVERSITY CONSTRUCTION FUND STATE UNIVERSITY CONSTRUCTION FUND The following checklist show the general items required by the Agreement and the Program Directives. Unless included in the lump sum fee or the Schedule B of the Consultant

More information

SECTION VIBRATION ISOLATION FOR PLUMBING PIPING AND EQUIPMENT

SECTION VIBRATION ISOLATION FOR PLUMBING PIPING AND EQUIPMENT SECTION 220550 - VIBRATION ISOLATION FOR PLUMBING PIPING AND EQUIPMENT PART 1 - GENERAL REQUIREMENTS 1.1 SUMMARY A. It is the intent of this specification to provide vibration isolation supports for Plumbing

More information

Structural Inspection

Structural Inspection General: Background: An inspection and structural analysis have been performed for the purpose of evaluating the buildings structural systems and components. A full set of structural drawings was utilized

More information

SECTION I -- IRONWORK

SECTION I -- IRONWORK SECTION I -- IRONWORK CONTENTS PAGE 1. GENERAL... I-2 1.1. Introduction... I-2 2. REQUIREMENTS... I-2 2.1. General... I-2 2.2. Auxiliary Framing... I-2 2.3. High Seismic Risk Zone Requirements... I-3 2.4.

More information

SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT

SECTION VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT SECTION 230548 - PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Elastomeric Isolation pads. 2. Elastomeric Isolation mounts. 3. [Freestanding] [Restrained] [Freestanding and restrained]

More information

Chapter 6 Commentary ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENT DESIGN REQUIREMENTS

Chapter 6 Commentary ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENT DESIGN REQUIREMENTS Chapter 6 Commentary ARCHITECTURAL, MECHANICAL, AND ELECTRICAL COMPONENT DESIGN REQUIREMENTS 6.1 GENERAL 6.1.1 Scope. The general requirements establish minimum design levels for architectural, mechanical,

More information

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT

HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT HILLSBOROUGH TOWNSHIP CODE ENFORCEMENT SAMPLE GUIDE FOR RESIDENTIAL DECKS revised 7 16 Call before you dig! 1 800 272 1000 New Jersey One Call. Utility Mark Out. THIS GENERIC GUIDE IS NOT ALL INCLUSIVE

More information

Natural Hazards Resilience: Seismic Design & Detailing of Non-Structural Components November 2015

Natural Hazards Resilience: Seismic Design & Detailing of Non-Structural Components November 2015 RiskTopics Natural Hazards Resilience: Seismic Design & Detailing of Non-Structural Components November 2015 Structural design codes define force levels and detailing of structural (force-resisting), as

More information

Fire Inspection and Code Enforcement, 7 th Edition. Chapter 6 Building Construction: Components Inspector II

Fire Inspection and Code Enforcement, 7 th Edition. Chapter 6 Building Construction: Components Inspector II Fire Inspection and Code Enforcement, 7 th Edition Chapter 6 Building Construction: Components Today we will Discuss fire walls, party walls, fire partitions, and curtain walls Discuss roof types and coverings

More information

1. Unified Facilities Criteria - Design: General Building Requirements (UFC ).

1. Unified Facilities Criteria - Design: General Building Requirements (UFC ). 1. GENERAL GUIDANCE REGARDING DESIGN A. Commissary facilities are Department of Defense (DoD) projects, and as such must be constructed in accordance with the following criteria, codes, and standards.

More information

Customer Requirements Customer-owned Transformer Vault Room

Customer Requirements Customer-owned Transformer Vault Room Scope This standard documents the requirements for customer-owned vault rooms containing transformers and switches that are owned, operated, and maintained by Tacoma Power. It does not address transformer

More information

VOLUME 4 DIVISION SPECIFICATIONS

VOLUME 4 DIVISION SPECIFICATIONS Page 1 Section Title Consultant Pages VOLUME 4 DIVISION 00-01 SPECIFICATIONS Division 00 - Procurement and Contracting Requirements 00 01 07 SEALS PAGE All 5 00 01 11r6 TABLE OF CONTENTS All 7 00 21 13r1

More information

Elko County Building & Safety Division

Elko County Building & Safety Division Elko County Building & Safety Division 540 Court St., Suite 104, Elko, Nevada 89801 (775) 738-6816, Fax (775) 738-4581 www.elkocountynv.net Residential Design Criteria & Checklist One & Two Family Dwellings

More information

Work Write Up / Specification of Repairs HUD DIVISION 1. MASONRY HUD DIVISION 2. SIDING. Toll Free

Work Write Up / Specification of Repairs HUD DIVISION 1. MASONRY HUD DIVISION 2. SIDING. Toll Free / / Paperport 2000 official estimating report Work Write Up / Specification of Repairs Toll Free 1-877-932-7177 Clients Name. GREAT CLIENT Property Address. NUMBER ONE GOOD ROAD METRO, VA 20000 Primary

More information

A. This Section includes acoustical panel ceilings installed with exposed suspension systems.

A. This Section includes acoustical panel ceilings installed with exposed suspension systems. SECTION 09511 ACOUSTICAL PANEL CEILINGS PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification

More information

Available at: Last Modified: December 2012

Available at:  Last Modified: December 2012 6.4 Mechanical, Electrical, and Plumbing Components 6.4.5 Fluid Piping, not Fire Protection 6.4.5.1 Hazardous Materials Piping This category covers fluid piping, other than pressure piping or fire protection

More information

OFFICE OF EDUCATIONAL FACILITIES FLORIDA BUILDING CODE SECTION 423 APPLICATION MATRIX

OFFICE OF EDUCATIONAL FACILITIES FLORIDA BUILDING CODE SECTION 423 APPLICATION MATRIX 423.1 Scope: Public educational facilities 423.2 Public schools and community colleges general requirements 423.2.1 Owner 423.2.2 Exemption from local requirements 423.2 Code enforcement 423.3.1 School

More information

Village of Glen Ellyn Basement Remodeling Project Guidelines

Village of Glen Ellyn Basement Remodeling Project Guidelines Village of Glen Ellyn Basement Remodeling Project Guidelines Existing unfinished basement space is often remodeled to create more habitable (living, sleeping, eating, dining) space in a home. Building

More information

City of Richmond Zoning Ordinance Page 12-1

City of Richmond Zoning Ordinance Page 12-1 ARTICLE 12 BUILDING DESIGN AND COMPOSITION Section 12.01 Purpose. High quality architectural design and building composition are important elements in reinforcing a comfortable, human-scale environment,

More information

LECKIE ELEMENTARY SCHOOL

LECKIE ELEMENTARY SCHOOL INITIAL YEAR BUILT 1970 BUILDING AREA 65,000 SF CURRENT PROGRAM CAPACITY 471 ENROLLMENT 2008 321 WARD 8 PROPOSED PROGRAM CAPACITY 400 Site Plan LECKIE - 1 PROPOSED PROGRAM PROFILE GRADE CONFIGURATION PK-5

More information

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES)

2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) 2018 APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of Project: Address:

More information

PREP + INSULATION. DISCLAIMER: These tools are for illustrative purposes only and

PREP + INSULATION. DISCLAIMER: These tools are for illustrative purposes only and PREP + INSULATION HOME ENERGY UPGRADES What every contractor needs to know. Copyright 2012 Advanced Energy. All Rights Reserved 103 HOME ENERGY UPGRADES Prep + Insulation Contents Air sealing is a challenging

More information